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OCC Lathrop Site <br /> Soil and Groundwater Samplini ork Plan April 28, 2000 <br /> percent bentonite powder placed through a tremie pipe and completed with an above-ground well <br /> monument. <br /> The Waterloo System will be constructed with 7 sampling ports. Groundwater sampling ports will <br /> be set at depths corresponding to soil sampling intervals obtained from the soil core. Waterloo <br /> System sampling ports will be set at approximately 75 feet bgs, 95 feet bgs, 115 feet bgs, 135 feet <br /> bgs, 155 feet bgs, 175 feet bgs, and 195 feet bgs. Actual depth for installation of sampling ports <br /> will be determined by the project geologist based on field conditions observed during collection of <br /> soil samples. <br /> Each groundwater sampling port will be equipped with a dedicated sampling pump to eliminate <br /> potential cross contamination between zones. A schematic showing construction details of a <br /> typical Waterloo System and geologic conditions encountered in adjacent borehole PW-18 is <br /> provided in Figure 2. Product information packages providing additional information regarding the <br /> Waterloo System are provided as Attachment A. <br /> 3.3 GROUNDWATER SAMPLING <br /> Prior to sampling, each sampling port will be purged until the groundwater is reasonably free of <br /> sediment. In addition, temperature, pH, specific conductivity, and turbidity of the purged <br /> groundwater will be monitored during purging. Purging will continue until these parameters have <br /> stabilized to within a 10 percent variation between measurements. Stabilization of these <br /> parameters will be used as an indicator that groundwater entering the sampling port is <br /> representative of formation water in the aquifer adjacent to the borehole. <br /> Once purging has been completed, groundwater samples will be collected from each sampling <br /> port and submitted for laboratory analyses for pesticides (EDB, DBCP, and Sulfolane), California <br /> Title 22 Metals, general minerals/characteristics, and total organic carbon. Groundwater samples <br /> will be collected directly into laboratory-supplied sample containers using the downhole pumps. <br /> One set of duplicate samples will be collected for each analytical parameter to ensure that <br /> representative data are obtained and to assess sample reproducibility and evaluate Quality <br /> Assurance/Quality Control (QA/QC) of the data. Each sample container will be properly labeled, <br /> sealed, and placed on ice in an industrial cooler with proper chain-of-custody documentation for <br /> transportation to a California State Certified laboratory. A summary of proposed analyses and <br /> analytical methodologies for groundwater sampling is provided in Table 3. <br /> 3.4 FIELD DOCUMENTATION <br /> Field data sheets will be completed at the time of sample collection and will include the following, <br /> as appropriate: <br /> • Sampling Date and Time; <br /> • Sample Description; <br /> • Unique Sample identification Code; <br /> • Number and size of sample taken; <br /> • Description of sampling point; <br /> • Field sample identification number(s); and <br /> • Field measurements (pH, temperature, conductivity, etc.). <br /> 3 <br /> The Source Group,Inc. <br />